Exact analysis of transverse free vibration behavior of AFGM Timoshenko beams with general boundary conditions and tip masses

Document Type : Original Article

Authors

1 Department of Civil Engineering, Faculty of Engineering Science, Quchan University of Technology, Quchan, Iran

2 Department of Civil Engineering, Faculty of Engineering Science, Quchan University of Technology, Quchan, Iran.

Abstract
This paper proposes an approach for the exact solution of the transverse free vibration of exponential axially functionally graded material (AFGM) Timoshenko beams with concentrated tip masses and general boundary conditions. Initially, by utilizing the governing equilibrium equations of a Timoshenko beam, the main differential equation for the free vibration of the AFGM Timoshenko beam is obtained. Then, the beam deformation function is achieved by solving the governing equation of the beam vibration exactly. Subsequently, by applying the boundary conditions, the constant coefficient matrix of the beam becomes available. By making the determinant of the constant coefficients zero, the characteristic equation of the system and consequently, the beam's natural frequencies are obtained. It is noteworthy that the final relation is presented so that it can be used to find the exact frequencies of homogeneous and inhomogeneous Euler-Bernoulli, Rayleigh, and shear beams, too. Numerical examples demonstrate the accuracy of the results obtained by the proposed method. In the next section of the paper, the effect of the exponential gradient index, elastic end supports, concentrated tip mass, rotational inertia of the concentrated mass, and thickness-to-length ratio on the natural frequencies and mode shapes of the Timoshenko beam is investigated. The results show that the exponential gradient index, boundary conditions, concentrated tip mass, and thickness-to-length ratio play an influential role in the dynamic behavior of AFGM beams.

Keywords


[1] Tang A-Y, Wu J-X, Li X-F, Lee K. Exact frequency equations of free vibration of exponentially non-uniform functionally graded Timoshenko beams. International Journal of Mechanical Sciences. 2014;89:1-11.
[2] Rajasekaran S, Norouzzadeh Tochaei E. Free vibration analysis of axially functionally graded tapered Timoshenko beams using differential transformation element method and differential quadrature element method of lowest-order. Meccanica. 2014;49:995-1009.
[3] Mohammadnejad M, Saffari H, Bagheripour M. An analytical approach to vibration analysis of beams with variable properties. Arabian Journal for Science and Engineering. 2014;39:2561-72.
[4] Shi D, Wang Q, Shi X, Pang F. An accurate solution method for the vibration analysis of Timoshenko beams with general elastic supports. Proceedings of the Institution of Mechanical Engineers, Part C: Journal of Mechanical Engineering Science. 2015;229:2327-40.
[5] Ghannadiasl A, Mofid M. An analytical solution for free vibration of elastically restrained Timoshenko beam on an arbitrary variable Winkler foundation and under axial load. Latin American Journal of Solids and Structures. 2015;12:2417-38.
[6] Yuan J, Pao Y-H, Chen W. Exact solutions for free vibrations of axially inhomogeneous Timoshenko beams with variable cross section. Acta Mechanica. 2016;227:2625-43.
[7] da Costa Azevêdo AS, Vasconcelos ACA, dos Santos Hoefel S. Dynamic analysis of elastically supported Timoshenko beam. Revista Interdisciplinar de Pesquisa em Engenharia. 2016;2(34):71-85.
[8] Bambill DV, Rossit CA, Felix DH. Free vibrations of stepped axially functionally graded Timoshenko beams. Meccanica. 2015;50:1073-87.
[9] Huang Y, Zhang M, Rong H. Buckling analysis of axially functionally graded and non-uniform beams based on Timoshenko theory. Acta Mechanica Solida Sinica. 2016;29:200-7.
[10] Soltani M. Vibration characteristics of axially loaded tapered Timoshenko beams made of functionally graded materials by the power series method. Numerical Methods in Civil Engineering. 2017;2:1-14.
[11] Bozyigit B, Yesilce Y, Catal HH. Free flexural vibrations of axially loaded Timoshenko beams with internal viscous damping using dynamic stiffness formulation and differential transformation. Seismic Isolation, Structural Health Monitoring, and Performance Based Seismic Design in Earthquake Engineering: Recent Developments. 2019:307-28.
[12] Zhang N, Khan T, Guo H, Shi S, Zhong W, Zhang W. Functionally graded materials: an overview of stability, buckling, and free vibration analysis. Advances in Materials Science and Engineering. 2019;2019:1354150.
[13] Kumar S. Dynamic behaviour of axially functionally graded beam resting on variable elastic foundation. Archive of Mechanical Engineering. 2020;67:451-70.
[14] Zahedinejad P, Zhang C, Zhang H, Ju S. A comprehensive review on vibration analysis of functionally graded beams. International Journal of Structural Stability and Dynamics. 2020;20:2030002.
[15] Pala Y, Beycimen S, Kahya C. Damped vibration analysis of cracked Timoshenko beams with restrained end conditions. Journal of the Brazilian Society of Mechanical Sciences and Engineering. 2020;42:1-16.
[16] Fogang V. Vibration Analysis of Axially Functionally Graded Non-Prismatic Euler-Bernoulli Beams Using the Finite Difference Method. 2021.
[17] Bambaeechee M. Exact frequencies for free vibration of exponential and polynomial AFG beams with lumped end masses and elastic supports. Journal of Vibration Engineering & Technologies. 2023;11:2903-26.
[18] Sharma P, Prajapati U, Khinchi A. Computational modeling of an exponential functionally graded material (EFGM) beam. International Journal on Interactive Design and Manufacturing (IJIDeM). 2022:1-9.
[19] Bambaeechee M, Jalili Qazizadeh M, Movahedian O. Free vibration analysis of exponential AFGM beams with general boundary conditions and tip masses. Asian Journal of Civil Engineering. 2023;24:539-57.
[20] Gautam M, Sharma P, Chaturvedi M. Modeling of FGM beam under an extended exponential law. International Journal on Interactive Design and Manufacturing (IJIDeM). 2024;18(4):2271-6.
[21] Khorshidi K, Karimi M, Rezaeisaray M. Piezoelectric Energy Harvesting from Functionally Graded Beams Using Modified Shear Deformation Theories. Mechanic of Advanced and Smart Materials. 2022; 2:136-154. (in Persian)
[22] Hosseini-Hashemi K, Talebitooti R, Hosseini-Hashemi S, Nazemnezhad R. A unique and comprehensive approach to investigate the transverse free vibration of non-uniform and functionally graded Euler–Bernoulli beams. Journal of the Brazilian Society of Mechanical Sciences and Engineering. 2023;45:551.
[23] Hosseini-Hashemi K, Talebitooti R, Hosseini-Hashemi S. The exact characteristic equation of frequency and mode shape for transverse vibrations of non-uniform and non-homogeneous Euler Bernoulli beam with general non-classical boundary conditions at both ends. Mechanic of Advanced and Smart Materials. 2023;3:1-20.
[24] Skandarzadeh-Sabet A, Jabbari M. Investigation of functional materials (FGM), properties and their application in different industries. Journal of Iranian Ceramic Society.2022;16:52-65. (in Persian)
[25] Kocatürk T, Şimşek M. Free vibration analysis of Timoshenko beams under various boundary conditions. Sigma. 2005;1:30-44.
[26] Bambaeechee M. Free vibration of AFG beams with elastic end restraints. Steel and Composite Structures. 2019;33:403-32.
[27] Lai H-Y, Hsu J-C. An innovative eigenvalue problem solver for free vibration of Euler–Bernoulli beam by using the Adomian decomposition method. Computers & Mathematics with Applications. 2008;56:3204-20.
Volume 4, Issue 2
Summer 2024
Pages 272-307

  • Receive Date 26 April 2024
  • Revise Date 15 July 2024
  • Accept Date 13 August 2024